Synthesis of fly ash based zeolite-reduced graphene oxide composite and its evaluation as an adsorbent for arsenic removal

Synthesis of fly ash based zeolite-reduced graphene oxide composite and its evaluation as an adsorbent for arsenic removal

Accepted Manuscript Synthesis of Fly ash based zeolite-reduced graphene oxide composite and its evaluation as an adsorbent for arsenic removal Richa ...

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Accepted Manuscript Synthesis of Fly ash based zeolite-reduced graphene oxide composite and its evaluation as an adsorbent for arsenic removal

Richa Soni, Dericks Praise Shukla PII:

S0045-6535(18)32310-5

DOI:

10.1016/j.chemosphere.2018.11.203

Reference:

CHEM 22687

To appear in:

Chemosphere

Received Date:

19 March 2018

Accepted Date:

28 November 2018

Please cite this article as: Richa Soni, Dericks Praise Shukla, Synthesis of Fly ash based zeolitereduced graphene oxide composite and its evaluation as an adsorbent for arsenic removal, Chemosphere (2018), doi: 10.1016/j.chemosphere.2018.11.203

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Synthesis of Fly ash based zeolite-reduced graphene oxide composite and its evaluation

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as an adsorbent for arsenic removal

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Richa Sonia* and Dericks Praise Shuklaa

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a

School of Engineering, Indian Institute of Technology, Mandi, 175005, Himachal Pradesh, India

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Email: [email protected], [email protected]

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Abstract: A zeolite-reduced graphene oxide (ZrGO) based composite was synthesized to

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remove arsenic from water. To make a low-cost adsorbent, zeolite was synthesized using an

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inexpensive waste material; fly ash, which was further used to produce the ZrGO composite.

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Fourier transform infrared spectroscopy (FTIR), Scanning electron microscopy (SEM), and

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Raman spectra were used to characterize the morphology and surface composition of the

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synthesized materials. Synthesized materials: zeolite, rGO and ZrGO were evaluated as an

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adsorbent to remove arsenic from water. The results indicated that all three were able to adsorb

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arsenic from water but the removal efficiency of ZrGO was the best as it was able to bring

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down the arsenic concentration within the WHO permissible limits. The maximum adsorption

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capacity for 100 µg/L of initial arsenic concentration was found to be 49.23 µg/g. Results

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indicate that pseudo second order kinetics describes the arsenic adsorption on ZrGO.

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Adsorption isotherm study for ZrGO shows best fit for Redlich-Peterson model of adsorption.

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Keywords: arsenic, fly ash, reduced graphene oxide, zeolite

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1. Introduction

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Arsenic, being one of the toxic pollutants is introduced in the environment through

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weathering of rocks, discharge of industrial waste, use of fertilizers and pesticides, smelting of

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metal ores, burning of fossil fuels (Altundoğan et al., 2000; Benner, 2010; Shukla et al., 2010;

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Nidheesh and Singh, 2017). Arsenic is present in several forms in food and environmental

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media but it is mainly encountered in drinking water as inorganic arsenic. In this form it is 1

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highly toxic and readily bioavailable (Camacho et al., 2011; Dubey et al., 2012). There are two

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inorganic states of arsenic in natural water viz. Arsenite (As-III) and Arsenate (As-V). Short-

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term exposure to high levels of arsenic is fatal, and long-term exposure to trace levels of arsenic

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(i.e., inhalation, ingestion) may lead to several chronic diseases, including skin, cardiovascular,

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respiratory diseases and cancer (Baskan and Pala, 2011; Polowczyk et al., 2016; Wu et al.,

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2017). Therefore many countries and organizations including World Health Organization

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(WHO) adopts the guideline of 10 µg/L as maximum permissible limit (Mohan and Pittman,

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2007; Mondal et al., 2013).

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In order to safeguard the environment and health problems caused by arsenic in water,

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various treatment techniques which include coagulation, adsorption, ion exchange,

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electrochemical process, membrane separation and reverse osmosis have been used for arsenic

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removal (Kumar et al., 2004; Shevade and Ford, 2004; Kabir and Chowdhury, 2017). Among

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the mentioned techniques, adsorption is a popular method owing to its advantage of ease of

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operation, versatility, availability of various adsorbents and potential of regeneration

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(Simeonidis et al., 2016; Li et al., 2018). Also economic feasibility and simple synthesis adds

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up to the advantage of using adsorbents for removal (Baskan and Pala, 2011).

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Till date, various adsorbents have been used for the removal of arsenic from water. In

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recent past, zeolites have been explored as adsorbents due to their structural characteristics and

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valuable properties in heavy metal removal from water (Chunfeng et al., 2009; Merrikhpour

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and Jalali, 2013). Zeolites are three dimensional micro and mesoporous crystalline solids with

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well-defined structures that contain aluminum, silicon and oxygen in their regular framework

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(Tavolaro and Drioli, 1999; Wdowin et al., 2014). In addition, it should be noted that zeolites

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are compatible with the environment; they are stable at high temperatures, in acidic and

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corrosive environments, and also have potential selectivity towards some cations (Khatamian

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et al., 2015). To reduce the cost of zeolite production, efforts have been made to find a material,

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which has abundant natural availability or is a waste material or an industrial by-product. Fly

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ash (inexpensive waste material) based zeolites have been employed for heavy metal removal

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by various researchers (Querol et al., 2006; Chunfeng et al., 2009; Polowczyk et al., 2016). In

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the present study fly ash is used as a substrate for zeolite synthesis. Valorization of fly ash to

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form zeolites is of great interest as zeolites have widespread industrial application and their

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sale can make up for disposal cost as well as it will reduce the environmental liability

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(Chunfeng et al., 2009; Musyoka et al., 2013).

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Recently, graphene based materials have gained tremendous popularity for

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environmental remediation and energy applications because of their high surface area and

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functional groups (Wang et al., 2013a; Wang et al., 2013b; Yusuf et al., 2015). But, owing to

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high cost, large scale and high quality synthesis, the applicability of graphene for commercial

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scale applications is limited (Khatamian et al., 2015). In this regard, synthesis of graphene

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oxide (GO) through chemical methods and its subsequent reduction to form reduced graphene

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oxide (rGO) enhanced the possibility for the application of graphene derivatives as adsorbents

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in water purification. The insulating/non-conducting characteristics of GO owing to the various

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hydrophilic oxygen groups (epoxide, hydroxyl, carbonyl, and carboxyl groups) restricts its use

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for various applications including water treatment (Zhu et al., 2014). Conversely, the tuneable

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conductivity (Soni et al., 2018) (based on the degree of reduction) of rGO may be more suitable

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for water treatment. On the other hand, graphene-based composites are emerging as a new class

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of materials that promises applications in several fields (Luo et al., 2011). It is believed that

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these composites exhibit modified properties compared with their individual components. It

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may be proposed that zeolites can be considered as proper candidate for preparation of

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graphene-based composites due to their valuable properties (Khatamian et al., 2015).

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In present work, we proposed to prepare a zeolite-reduced graphene oxide (ZrGO)

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based composite using a facile, cost effective process thereby integrating the advantageous

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features of individual adsorbents to evaluate the removal of arsenic (III) from water. As Arsenic

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(III) is the most toxic and mobile form of Arsenic in the environment (Wu et al., 2017), hence,

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the present study focusses on removal of Arsenic (III) from water. Zeolite was synthesized

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using fly ash, thus making the process cost effective and environment friendly. The

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performance evaluation of the synthesized composite, ZrGO was done and compared with

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zeolite and rGO for arsenic removal from water. The obtained ZrGO composite shows better

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adsorption towards arsenic as compared to their individual counterparts. Furthermore, the

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adsorption kinetics and isotherms were studied for ZrGO to understand the adsorption

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mechanism.

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2. Materials and Methods

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2.1 Chemicals and Materials

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Graphite (99.99% pure), potassium permanganate (KMnO4), sodium nitrate (NaNO3),

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hydrochloric acid (HCl), sodium hydroxide (NaOH) and hydrogen peroxide (H2O2) were

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obtained from Merck. Sulphuric acid (H2SO4), arsenic trioxide (As2O3), sodium hydroxide

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(NaOH) and hydrochloric acid (HCl) was obtained from Fisher Scientific. N-Methyl-2-

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pyrrolidone (NMP) from Alfa Aesar. De-ionized (DI) water with a resistivity of 18.2 MΩ.cm

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(from Elga Labwater) was used for cleaning and solution preparation.

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2.2 Synthesis of zeolite using fly ash

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Fly ash was collected from coal based power plant in India (NTPC, Shaktinagar unit). The

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composition of as collected fly ash was determined using X-ray fluorescence (XRF) (Shimadzu

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XRF 72 instrument) and has been tabulated in Table 1. Fly ash was heated at 300 °C for 6 h to

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remove any volatile impurities. The fly ash samples were further washed with dilute HCl to

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enhance the zeolitic activity (Ojha et al., 2004). Further the treated fly ash was mixed with

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sodium hydroxide in a predetermined ratio (3:2). The mixture was grounded with the help of

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mortar and pestle and was heated again at 300 °C for 1 h. After an hour the mixture was cooled

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and grounded again to ensure proper mixing. DI water was added to the grounded mixture (10

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mL/g of mixture). The formed slurry was agitated in a glass beaker for 3 hours, after which it

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was kept undisturbed at 90 °C for 6 h. The resultant precipitate was repeatedly washed with DI

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water to remove any excess NaOH, after which it was filtered and dried.

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Table 1: XRF analysis of the collected fly ash Oxide Mass (%) SiO2 61.28 Al2O3 30.17 Fe2O3 3.72 TiO2 1.52 K2O 1.13 SO3 1.57 CaO 0.55 MnO 0.05 ZnO 0.01

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2.3 Synthesis of GO and rGO

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GO was prepared using the modified Hummers method (Soni et al., 2016). Graphite flakes (1

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g) along with conc. H2SO4 (50 mL) was poured into the beaker, kept in an ice bath and stirred

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at 500 rpm for 30 min. Afterwards, a dark grey colour solution forms, to which NaNO3 (1 g)

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was added. Solution was further stirred at 800 rpm for 90 min and KMnO4 (8 g) was slowly

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added while stirring. Ice bath was removed and the stirring was continued for further 90 min.

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The solution was further diluted by adding DI water (100 mL) with constant stirring for another

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90 min. After this, the temperature was raised up to 95 °C and the solution was stirred for 30

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min, which resulted in the colour change from dark grey to brown. The solution temperature

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was decreased to 25 °C and was stirred overnight at 800 rpm. For reaction termination, the

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brown colour solution is finally treated with 100 mL DI water and 3 mL H2O2 (30%), followed

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by centrifugation and repeated washing with DI water (until pH ~7). The final yellow

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dispersion was dried in a hot oven at 50 °C to get GO powder. 5

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To form rGO, 100 mL DI was added to100 mg GO powder. 25 mL NMP was added to the

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slurry and was kept under UV exposure (λ = 254 nm) for 60 min. The final black dispersion

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obtained was dried in a hot oven at 50 °C to get black rGO powder.

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2.4 Synthesis of ZrGO composite

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Equal amount of zeolite and GO are mixed and DI water was added to the mixture. The pale

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yellow coloured slurry was kept under stirring for 3 d. After 3 d, NMP was added to the slurry

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and was kept under UV exposure (λ = 254 nm) for an hour, resulting into a dark greyish rGO-

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zeolite solution. The dipolar aprotic characteristics of NMP assists GO reduction under UV

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exposure. The aqueous solution obtained above is dried at 100 °C in vacuum oven to result in

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ZrGO powder. A schematic depicting the synthesis process of ZrGO is shown in Fig 1.

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Fig 1: Schematic diagram for the synthesis of ZrGO. 2.5 Instruments and analytical conditions

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The Fourier transform infrared (FTIR) spectra were recorded on dried powder using an Agilent

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Technologies Cary 600 Series FTIR Spectrometer. The morphology and composition of

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samples were examined using scanning electron microscopy- energy dispersive x-ray (SEM-

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EDAX) on Nova Nano-SEM-450 instrument. Raman spectroscopy was performed on a

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LabRAMHR Evolution confocal Raman spectrometer (Horiba, Japan) using green (532 nm)

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laser excitation in the range (800–2000 cm−1). For Raman measurements, the aqueous solutions

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were sonicated and drop-casted on cleaned p-Si wafers. Arsenic measurements were done by 6

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both portable Metalyser HM-1000 and ICP-MS (Thermo Scientific X series2). Deep UV light

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(G64HO75, 130 w, 254 nm) from Arklite (measured from UVC Light Meter 850010, SPER

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Scientific make), was used as a source for the reduction of GO.

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2.6 Arsenic removal experiments

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Arsenite stock solution (1000 µg/L) was prepared by dissolving arsenic trioxide in hydrochloric

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acid and DI. Arsenic working solutions were freshly made by diluting the stock arsenic solution

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until desired concentration using DI water. The adsorbent was added to 50 mL of working

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arsenic solution and stirred at 600 rpm for a fixed time. After the treatment, the samples were

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collected from the beaker, filtered using 0.45 µm nylon membrane filter and analysed for

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residual arsenic solution. All the experiments were performed in duplicate to evaluate test

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reproducibility under identical conditions and the arithmetic average result of the two

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experiments is reported in this study. In the present study pH and adsorbent dose was fixed by

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performing preliminary investigations on zeolite. Thereafter, a comparative evaluation of

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arsenic removal was performed for synthesized zeolite, rGO and ZrGO.

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3. Results and Discussions

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3.1 Material Characterization

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The synthesized materials are characterized using FTIR, RAMAN and SEM-EDAX. The

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results are discussed below.

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3.1.1

FTIR

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The FTIR spectra for zeolite, GO, rGO and ZrGO is shown in Fig 2. Zeolite: The FTIR spectra

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of zeolite is shown in Fig 2a. The IR peak at 1097 cm-1 and 1013.6 cm-1 is assigned to Si(Al)O4/2

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tetrahedra. The peak at 771.3 cm-1 corresponds to the symmetric stretching vibration of SiO4

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groups. The peak at 551.6 cm-1 are present either due to (Si/Al)O4 bending or the motion of the

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external linkage of the AlO4 and SiO4 tetrahedra. The results corroborates with work of Ojha 7

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et al.(Ojha et al., 2004). GO: As demonstrated by the FTIR absorption spectrum (Fig 2b), the

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characteristic sp3 hybridised carbon peak for GO is at 1602.6 cm-1. Additionally, the FTIR for

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GO sheet also shows the presence of absorption band peaks for hydroxyl, carbonyl, ether and

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carboxyl groups at 3360.6, 1715.2, 1398 & 1251.9 and 1026.8 & 946.1 cm−1, respectively.

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rGO: On the other hand, for rGO, the FTIR absorption spectrum (Fig 2c) shows a characteristic

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sp2 hybridised carbon peak for at 1655.6 cm-1. Moreover, a significant decrease in the intensity

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of absorption bands peaks corresponding to oxygen functional groups (at 3252.7 cm-1 due to –

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OH stretching 1395.6 cm-1 due to C–O stretching, and 1034.8 cm−1 due to C–O stretching)

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confirming the photo-catalytic reduction of GO using NMP. Thus, after the reduction to rGO,

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the functional groups containing oxygen are removed. The results for FTIR spectra of GO and

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rGO are in line with Mahesh et al. (Mahesh et al., 2017) ZrGO: The FTIR spectra of ZrGO

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(Fig 2d) shows a peak at 1038.8 cm-1 which corresponds to Si(Al)O4/2 tetrahedra. The peak at

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1376.3 cm-1 and 1637.1 cm-1 corresponds to C–O stretching and sp2 hybridised carbon peak

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respectively. Thus, ZrGO shows characteristic peaks of both zeolite and rGO.

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Fig 2: FTIR absorption spectra for (a) zeolite (b) GO (c) rGO (d) ZrGO. 8

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3.1.2

RAMAN

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To understand the evolution of rGO, ZrGO from GO, Raman studies have been carried out for

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GO, rGO and ZrGO. Raman spectra, in Fig 3, show two peaks around 1345 and 1590 cm−1,

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corresponding to first order D and G bands, respectively. The G band peak corresponds to E2g

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symmetry of sp2 hybridised carbon atoms, while the D band corresponds to the breathing mode

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of sp2 hybridised carbon atoms in the hexagonal ring along with the local defects and disorder

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(Mahesh et al., 2017). The intensity ratio of the D and G bands (ID/IG) is an important and major

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factor to distinguish GO, rGO and ZrGO composite for structural defects/disorders (Sun et al.,

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2013). The enhancement of (ID/IG) from ~ 0.99 (GO) to 1.16 (rGO) confirms the reduction of

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GO (Mahesh et al., 2017) and further enhancement of (ID/IG) to 1.26 confirms the formation

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of ZrGO as addition of zeolite increases the defects in rGO structure.

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Fig 3: RAMAN spectra of GO, rGO and ZrGO.

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3.1.3

SEM-EDAX

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To understand the morphology and elemental composition SEM-EDAX of Zeolite, GO, rGO

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and ZrGO was performed. Zeolite: Irregular crystals in the SEM micrograph (Fig 4a) indicate

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towards the formation of zeolite (Musyoka et al., 2013). Zeolites are basically aluminosilicates

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and it is indicated by the presence of Si and Al content in EDAX (Fig 4b). Other elements 9

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present in the fly ash are sodium, magnesium, calcium, potassium and iron. GO: Morphology

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of GO is observed as flaky texture reflecting its layered microstructure as shown in SEM image

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(Fig 4c). Elemental composition (Fig 4d) also supports the formation of GO as it shows

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presence of carbon and oxygen. rGO: The morphology of rGO (Fig 4e) is observed as layered

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structure in form of multiple stacked sheets. It can be differentiated from GO by its elemental

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composition (Fig 4f), nitrogen content in the EDAX is due to the reducing agent (NMP). Also,

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the reduction of GO is evident by decrease in oxygen percentage. ZrGO: After GO was added,

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the prepared ZrGO showed the structure of spherical particles (Fig 4g), which may be due to

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the self-assembly between zeolite and rGO (Vander Waals and hydrogen bonding forces). SEM

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images show that zeolite particles are decorated over rGO sheets and is indicative of successful

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formation of the desired composite. Moreover, EDAX of ZrGO (Fig 4h) shows addition of

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carbon, nitrogen and oxygen apart from the elements present in zeolite, thus indicating towards

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successful formation of the composite.

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Fig 4: (a) SEM micrograph of zeolite and (b) elemental composition of zeolite (c) SEM

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micrograph of GO (d) elemental composition of GO (e) SEM micrograph of rGO (f) elemental

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composition of rGO (g) SEM micrograph of ZrGO and (b) elemental composition of ZrGO.

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3.2 Preliminary investigations on synthesized zeolite

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Preliminary investigations were carried out on prepared zeolite to fix the initial pH and

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adsorbent dose for further experimentation and comparison purposes. The effect of pH on

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arsenic adsorption by zeolite was investigated at acidic, neutral, and basic conditions. The pH 11

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of five 50 mL solutions of 100 µg/L arsenic was adjusted to values ranging from 2.0 to 10.0 by

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adding 0.1MHCl or 0.1MNaOH. The solutions were then mixed with 100 mg of prepared

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zeolite and stirred for 30 min. After 30 min, samples were removed from the beaker, filtered

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(0.45 µm nylon membrane filter) and analysed for arsenic concentration. It can be clearly

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observed (Fig 5a) that with the increase in basicity of the solution the residual arsenic decreases

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and attains a minimum at pH 8. After which as the pH value is increased from 8 to 10, arsenic

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concentration also increases slightly. This suggests that for the present study a pH value of 8 is

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considered to be suitable. Several researchers like Suzuki et al. (Suzuki et al., 2000) and

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Lenoble et al. (Lenoble et al., 2005) have also found that pH close to 8 has been found suitable

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for arsenic (III) removal. As the pH increases, amount of negatively charged species of arsenic

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increases and positively charged species decreases (Altundoğan et al., 2000) and for effective

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treatment of arsenic (III), the pH of solution must be over 7.0 (Katsoyiannis and Zouboulis,

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2002).

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Fig 5 Effect of (a) pH (b) dose on residual arsenic concentration when zeolite is used as

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adsorbent.

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The effect of zeolite dosage on arsenic adsorption was investigated for five doses 25, 50,

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75, 100, 125 and 150 mg. The experiments were conducted using 50 ml solution of 100 µg/L

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arsenic at pH 8 for 30 min. Varying doses of prepared zeolite were mixed with arsenic solution

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and stirred for 30 min. After 30 min, samples were removed from the beaker, filtered (0.45µm 12

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nylon membrane filter) and analysed for arsenic concentration. The results as obtained are

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shown in Fig 5b which shows that with increase in zeolite dose the residual arsenic

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concentration decreases upto the dose of 100 mg adsorbent after which the decrease in arsenic

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is almost negligible. Therefore, for all the further experiments initial pH was fixed to 8 and

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adsorbent dose was fixed to 100 µg/L.

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3.3 Effect of initial arsenic concentration on zeolite, rGO and ZrGO

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The effect of initial arsenic concentration was studied for zeolite, rGO and ZrGO. The

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experiments were conducted at a fixed pH of 8 and fixed adsorbent dosage of 100 mg for a

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duration of 90 min. The samples were collected in an interval of 15 min. It can be observed

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that at a constant treatment time for all the adsorbents used, an increase in value of initial

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arsenic concentration also increases value of the residual arsenic concentration. At lower

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arsenic concentrations, most of the arsenic ions present in the solution would interact with the

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binding sites facilitating higher adsorption. It can be observed from the Fig 6 that for 100 µg/L

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initial arsenic concentration and 45 min of treatment time the residual arsenic concentration for

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zeolite was 24.19 µg/L, for rGO was 19.56 µg/L, and for ZrGO was 8.23 µg/L. Thus, it shows

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that ZrGO is a better adsorbent for arsenic removal (̴ 93% removal in 45 min) when compared

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with zeolite and rGO. ZrGO was able to bring down the arsenic concentration well within the

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WHO permissible limits (<10 µg/L). It can also be observed from the Fig 6a and 6c that at a

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fixed time of 90 min the residual arsenic increases from 1.52 to 8.19 µg/L as the initial arsenic

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concentration is increased from 100 to 300 µg/L. It is because at lower concentrations, most of

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the arsenic ions present in solution would interact with the binding sites facilitating higher

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adsorption (Chutia et al., 2009).

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Fig 6: Effect of varying initial arsenic concentration on residual arsenic concentration using

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zeolite, rGO and ZrGO (a) initial arsenic = 300 µg/L (b) initial arsenic = 200 µg/L (c) initial

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arsenic = 100 µg/L.

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For further analysis of results, a graph (Fig 7) was also plotted for ZrGO between time

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and adsorption capacity (q). It was observed that adsorption capacity increases from 49.24 μg/g

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to 145.91 μg/g when initial arsenic concentration is increased from 100 to 300 μg/L. This

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indicates that with the increase of the concentration of arsenic ions in solution, more ions are

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readily available for adsorption hence increasing the adsorption performance. At higher

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concentrations, some energetically less favourable sites become involved (Baskan and Pala,

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2011). However, the sorption is reached to saturated point when the limited active surface sites

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on the sorbents are covered fully by the sorbate. The present findings of adsorption capacity at

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100 μg/L initial arsenic (III) concentration was 49.24 μg/g, which was found to be higher than

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the

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(Thirunavukkarasu et al., 2003), Iron oxide coated sand (28 µg/g) (Gupta et al., 2005), zeolite

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(17 µg/g) (Elizalde-González et al., 2001), Oak bark char (7.4 µg/g) (Mohan et al., 2007).

previously

reported

adsorbents

like

granular

ferric

hydroxide

(47.5

µg/g)

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The arsenic adsorption on zeolites is the result of exchange between terminal aluminol

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or silanol hydroxyl groups and adsorbate anionic species. The adsorption mechanisms of

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arsenic anions onto graphene-based materials are complex, the most dominant mechanisms

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reported in the literature are physical adsorption, chemical interaction and electrostatic

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attraction (Yang et al., 2017). The mechanism of As (III) adsorption on rGO based composites

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should be interpreted as surface complexation modeling. The surface complexation reaction

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between As(III) and graphene based composites are proposed by Yang et al (Yang et al., 2017).

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For further information on possible schematic illustration, see Sinha & Shukla (Data in brief;

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submitted)

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Fig 7: Arsenic adsorption by ZrGO as a function of time for varying initial arsenic

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concentration.

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4. Adsorption kinetics and adsorption isotherms

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ZrGO gave the best result as an adsorbent in the present study and was able to bring down the

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residual arsenic concentration well within the WHO standards. Therefore, the adsorption

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kinetic and adsorption isotherm study was performed for the data obtained for ZrGO.

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For the present study, the plots were made for three initial arsenic concentrations (100, 200,

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300 µg/L). The experimental data was fitted in the mentioned three kinetic models. The average

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R2 value for pseudo first order kinetic model is 0.976, for pseudo second order kinetic model

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it is 0.999 and for intra-particle diffusion it is 0.893 The detailed results of adsorption kinetics

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are presented in Sinha & Shukla (Data in brief; submitted). These results indicate that the

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adsorption system belongs to the pseudo second-order kinetic model. Similar results have been 15

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obtained by Khatamian et al.(Khatamian et al., 2015). In this model, the rate-limiting step is

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the surface adsorption that involves chemisorption, where the removal from a solution is due

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to physicochemical interactions between the two phases (Wang et al., 2007). Liu et al. (Liu et

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al., 2011) has also mentioned that pseudo-second order kinetic assumes that chemisorption

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controls the adsorption rate.

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The experimental data were fitted with Langmuir, Freundlich and Redlich–Peterson isotherms.

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The R2 values of Redlich–Peterson is the best, 0.986. Thus, it can be concluded that adsorption

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of arsenic to ZrGO is hybrid mechanism and does not follow ideal monolayer adsorption. For

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further information on adsorption isotherm analysis see Sinha & Shukla (Data in brief;

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submitted).

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5. Conclusions

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ZrGO composite was successfully synthesized by a simple cost-effective method and can be

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used as an effective adsorbent for arsenic removal in aqueous solutions. Results showed that

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ZrGO gave the best performance as an adsorbent to remove arsenic when compared with

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zeolite and rGO individually. ZrGO shows 97% removal efficiency and was able to bring down

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the arsenic concentration well within WHO limits. The kinetic model fits the pseudo first order

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kinetics and indicates the adsorption mechanism to be chemisorption. Adsorption isotherm

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suitably described by Redlich Peterson isotherm model indicates that the reaction between

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ZrGO and arsenic in solution is a hybrid mechanism and not an ideal monolayer adsorption.

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The effective performance of synthesized ZrGO in arsenic removal from water should be

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amenable to potential water treatment applications in consideration of ZrGO’s low-cost, use of

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waste material, and favourable adsorption process.

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Acknowledgements

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This work was financially supported by Science and Engineering Board (SERB) project no.

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PDF/2016/000338 and DST Fast track project no SR/FTP/ES-6/2013.

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ACCEPTED MANUSCRIPT Highlights 

Fly ash based ZrGO was successfully synthesized by a simple and cost-effective process.



ZrGO was able to reduce the arsenic concentration within WHO permissible limit.



ZrGO shows 97% removal efficiency.



Adsorption capacity of ZrGO was 49.23-145.91 µg/g.